The project sidebar for this example is shown in the figure below. The project sidebar shows all of the components that are used in the example. Each of these components is described in detail in the following sections.
Project Sidebar for Example 5
When a new PipeLay project is created it contains just a Project component. This component is used to store general project information such as the project title, location, and so on. The Project component is also used to specify certain project-specific settings such as the system of units to be used, global constants, finite element mesh settings and quality control procedures. For this example, the following information is stored in the general Project Settings dialog.
Table: General Project Settings
Property |
Value |
Project Title |
Example 5 - Structure Installation |
Job Number |
1-2-3-342 |
Engineer(s) |
Wood PLC |
Location |
Galway |
For this example, the default Metric unit system and the default Constants dialog values are used. Also, the ‘Quality Control’ section is left as per default.
The Material component is used to define the physical properties associated with a particular material. This example contains two Material components, which define the material properties for both nonlinear X65 steel for the pipe section, as listed in the first table below, and linear steel for the cable, as listed in the second table below. The Material components are located in the Material folder and are named ‘X65 Steel’ and ‘Cable Steel’ respectively in this example.
Table: Material Properties for ‘X65 Steel’
Property |
Value |
Young's Modulus |
207 GPa |
Shear Modulus |
80 GPa |
Poisson’s Ratio |
0.3 |
Mass Density |
7850.0 kg/m3 |
Yield Strength |
450 MPa |
Allowable Stress |
100 % |
Allowable Strain |
0.25 % |
Expected Tension |
1230 kN |
Nonlinear Axial Stiffness |
Yes |
Use Criteria Tension |
No |
Stress-Strain Curve for ‘X65 Steel’
Table: Material Properties for ‘Cable Steel’
Property |
Value |
Young's Modulus |
207 GPa |
Shear Modulus |
79.9 GPa |
Poisson’s Ratio |
0.33 |
Mass Density |
7798.3 kg/m3 |
Coefficient of Expansion |
0 1/c |
Yield Strength |
448 MPa |
Allowable Stress |
100 % |
Allowable Strain |
0.25 % |
The Pipe Section component is used to specify the properties of an individual section of pipeline that has uniform properties. This example contains one Pipe Section component as follows:
▪The Pipe Section component is created in the Line folder and is named ‘24" Pipe’.
▪The specification is Standard.
▪The material used is ‘X65 Steel’, as defined previously.
▪The geometrical and hydrodynamic properties are listed in the table below.
Table: Properties for ‘24’’ Pipe’
Property |
Value |
Outer Diameter |
609.6 mm |
Thickness |
27 mm |
Normal Drag |
1 |
Normal Inertia |
2 |
The Cable component is used to specify the properties of an individual section of cable that has uniform properties. It is similar to the Pipe Section component in many respects, though less complex, as no additional coatings or attachments may be specified. This example contains one Cable component as follows:
▪The Cable component is created in the Line folder and is named ‘Yoke Cable’.
▪The Standard specification is selected and the material used is ‘Cable Steel’, as defined previously.
▪A relatively low bending stiffness of 0.01 kNm² is explicitly defined.
▪The geometrical and hydrodynamic properties are listed in the table below.
Table: Properties for ‘Yoke Cable’
Property |
Value |
Diameter |
100 mm |
Normal Drag |
1 |
Normal Inertia |
2 |
The Structure component is used to model in-line structures such as PLETs and sled assemblies. In the latter case, the structure is typically combined with a buoy via a cable. The bending stiffness may vary along the length of the structure, and hydrodynamic forces may be optionally modelled. A yoke, if included, is modelled as a rigid element, which is free to rotate within a specified angle. This example contains one Structure component named ‘Structure’, which is added to the Line folder. The various properties associated with the structure are listed in the two tables below.
Table: Geometric Properties for ‘Structure’
Property |
Value |
Outer Diameter |
1000 mm |
Thickness |
50 mm |
Length |
20 m |
Weight in Air |
100 kN |
Weight in Water |
90 kN |
Axial Stiffness |
1.0E+13 kN |
Torsional Stiffness |
1.0E+12 kNm²/rad |
Table: Bending Stiffness Properties for ‘Structure’
Percentage of Length (%) |
Bending Stiffness (kNm²) |
100 |
1.0E+10 |
In this example, a yoke is included on the structure. The properties of the yoke are listed in the table below.
Table: Yoke Properties
Property |
Value |
Length |
2 m |
Weight in Air |
1.75 kN |
Weight in Water |
1.5 kN |
Positive Free Rotation Angle |
90 degrees |
Negative Free Rotation Angle |
90 degrees |
Pivot Axial Offset |
10 m |
At this stage, enough components have been defined to allow for the specification of the pipeline stack-up, which is defined in a Line component named ‘Pipeline’. A summary of the pipeline stack-up is provided in the table below.
Table: Pipeline Stack-Up
Section |
Length |
24’’ Pipe |
400 m |
Structure |
20 m |
24’’ Pipe |
1400 m |
This example contains two Support components to model the supports on both the vessel and the stinger. Both Support components are created in the Stinger folder. One component is a Double V Support, named ‘V-Rollerbox’, and the other component is a Zero Gap O Support, named ‘Zero Gap Guide’. The ‘Zero Gap Guide’ component has a support length of 1.5 m. The properties of the ‘V-Rollerbox’ component are listed in the table below.
Table: Properties of ‘V-Rollerbox’
Property |
Value |
Support Length |
1 m |
Roller Length, L1 |
0 m |
Roller Length, L2 |
2 m |
Roller Length, L3 |
0 m |
Roller Angle, Theta 1 |
30 deg |
Roller Angle, Theta 2 |
0 deg |
Contact Stiffness |
7500 kN/m |
A single Tensioner component is created in the Stinger folder and is named ‘Tensioner’. ‘Zero-Gap Guide’ is used as the Tensioner Support.
The Stinger Section component is used to model individual sections of a stinger. This example contains a single stinger section, named ‘Stinger Section’, which is stored in the Stinger folder. The Rigid option is selected from the Section Type drop-down list. The section is 12.2 m long and has a single support, ‘V- Rollerbox’, located at 6.1 m along the length.
A Stinger component is created to model the S-Lay stinger. The component is created in the Stinger folder and is named ‘Stinger’. Hinged is selected as the stinger definition option. The stinger comprises of fifteen ‘Stinger Section’ components, each with its own Absolute orientation, as shown in the table below.
Table: Orientation of Stinger Sections
Stinger Section Number |
Section Orientation (degrees) |
1 |
5 |
2 |
10 |
3 |
15 |
4 |
20 |
5 |
25 |
6 |
30 |
7 |
35 |
8 |
40 |
9 |
45 |
10 |
50 |
11 |
55 |
12 |
60 |
13 |
65 |
14 |
70 |
15 |
75 |
A Vessel component named ‘Lay Vessel’ is created in the Vessel folder. This component is used to model the lay vessel. The Standard Vessel Profile option is selected from the Profile Options drop-down list. The overall dimensions of the vessel are listed in the table below.
Table: Properties of ‘Lay Vessel’
Property |
Value |
Length |
220 m |
Depth of Keel below Origin |
15 m |
Horizontal Offset from Origin |
0 m |
Create Solid Profile |
No |
The Stinger Location and Support Locations are also defined in the Vessel component, the properties of which are listed in the two tables below respectively.
Table: ‘Stinger’ Location
Property |
Value |
X Coordinate |
4.4 m |
Y Coordinate |
-80 m |
Z Coordinate |
0 m |
Stinger Angle |
180 degrees |
Table: Support Locations on ‘Lay Vessel’
Support Name |
X Coordinate (m) |
Y Coordinate (m) |
Z Coordinate (m) |
Tensioner |
4.8471 |
63.2 |
0 |
V-Shaped Rollerbox |
4.8 |
51 |
0 |
V-Shaped Rollerbox |
4.8 |
38.8 |
0 |
V-Shaped Rollerbox |
4.8 |
26.6 |
0 |
V-Shaped Rollerbox |
4.8 |
14.4 |
0 |
V-Shaped Rollerbox |
4.8 |
2.2 |
0 |
V-Shaped Rollerbox |
4.8 |
-10 |
0 |
V-Shaped Rollerbox |
4.8 |
-22.2 |
0 |
V-Shaped Rollerbox |
4.8 |
-34.4 |
0 |
V-Shaped Rollerbox |
4.8 |
-46.6 |
0 |
V-Shaped Rollerbox |
4.8 |
-58.8 |
0 |
V-Shaped Rollerbox |
4.8 |
-71 |
0 |
A single Seabed component is created in the Model folder and is named ‘Seabed’. The default properties of a rigid seabed, with a zero coefficient of friction in the longitudinal and transverse directions and a slope of zero degrees, are left unchanged.
The Buoy component is used to model point buoys. This example contains a single Buoy component named ‘Buoy’, which is created in the Model folder. The buoy has a Weight in Air value of 5 kN and a Weight in Water value of -90 kN.